The lowest portion of the capacity-elevation curve of a proposed irrigation reservoir draining 20 km2 of catchment is represented by the following data:i. The rate of silting for the catchment = 300 m3 / km2 / yearii. Life of the reservoir = 50 yearsiii. Dead storage = 30iv. The FSD of the canal at the head = 80 cmv. The crop water requirement = 250 ha.mvi. Dependable yield of the catchment = 0.29 mCalculate the gross capacity of the reservoir.

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Reservoirs and Dam Reservoirs Planning topics include: Reservoirs, reservoir site capacity and area elevation curves, reservoir losses, reservoir capacity determination using hydrograph and mass-curve. Reservoir planning is a process that involves considering a reservoir project from its initial purpose statement to the final decision on a course of action. The planning process includes: Site selection: Factors like storage area and accessibility are considered. Investigations: Engineering surveys, geological and hydrological studies are conducted to determine reservoir capacity and ensure... Show more

The lowest portion of the capacity-elevation curve of a proposed irrigation reservoir draining 20 km2 of catchment is represented by the following data:<br />i. The rate of silting for the catchment = 300 m<sub>3</sub> / km<sup>2</sup> / year<br />ii. Life of the reservoir = 50 years<br />iii. Dead storage = 30<br />iv. The FSD of the canal at the head = 80 cm<br />v. The crop water requirement = 250 ha.m<br />vi. Dependable yield of the catchment = 0.29 m<br />Calculate the gross capacity of the reservoir.






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